Compute the volumes of cut and fill betweenstations 88+30 to 88+68 using the slope stakenotes in the table on the following page. Use theaverage end area equation except for when thesection produces a pyramid. In those situations,use the equation for a pyramid.Assume:Base Widths: cut = 50 ft; fill = 40 ft | Side Slopes: 2:1 | Gradient: -2%SURFACEGRADESTALCLRELEV. (ft)ELEV. (ft)C18.1C10.292+00891.6874.63C17.061.245.40 00 091+528575.6875.590.025 2020 25F6.9F11.491+00864.5876.63F12.133.842.8F8.2F10.190+50867.3877.63F10.336.440.2F12.890+05875.3878.53F3.22045.6C16.3F12.289+73879.2879.1757.644.4C17.4F8.389+59885.6879.45C6.159.81436.6C10.2F7.389+43879.8879.7745.434.6F16.189+08873.7880.47F6.82052.2C16.8F12.988+68881.3881.2758.645.8C24.088+30890.9882.03C8.973.025

Compute the volumes of cut and fill between stations 88+30 to 88+68 using the slope stake notes in the table on the following page. Use the average end area equation except for when the section produces a pyramid. In those situations, use the equation for a pyramid. Assume: Base Widths: cut = 50 ft; fill = 40 ft | Side Slopes: 2:1 | Gradient: -2% SURFACE ELEV. (ft) GRADE STA CL ELEV. (ft) C18.1 C10.2 92+00 891.6 874.63 C17.0 61.2 45.4 0 0 0 0 91+52 8575.6 875.59 0.0 25 20 20 25 F6.9 F11.4 91+00 864.5 876.63 F12.1 33.8 42.8 F8.2 F10.1 90+50 867.3 877.63 F10.3 36.4 40.2 F12.8 90+05 875.3 878.53 F3.2 20 45.6 C16.3 F12.2 89+73 879.2 879.17 57.6 44.4 C17.4 F8.3 89+59 885.6 879.45 C6.1 59.8 14 36.6 C10.2 F7.3 89+43 879.8 879.77 45.4 34.6 F16.1 89+08 873.7 880.47 F6.8 20 52.2 C16.8 F12.9 88+68 881.3 881.27 58.6 45.8 C24.0 88+30 890.9 882.03 C8.9 73.0 25

Compute the volumes of cut and fill between stations 88+30 to 88+68 using the slope stake notes in the table on the following page. Use the average end area equation except for when the section produces a pyramid. In those situations, use the equation for a pyramid. Assume: Base Widths: cut = 50 ft; fill = 40 ft | Side Slopes: 2:1 | Gradient: -2% SURFACE ELEV. (ft) GRADE STA CL ELEV. (ft) C18.1 C10.2 92+00 891.6 874.63 C17.0 61.2 45.4 0 0 0 0 91+52 8575.6 875.59 0.0 25 20 20 25 F6.9 F11.4 91+00 864.5 876.63 F12.1 33.8 42.8 F8.2 F10.1 90+50 867.3 877.63 F10.3 36.4 40.2 F12.8 90+05 875.3 878.53 F3.2 20 45.6 C16.3 F12.2 89+73 879.2 879.17 57.6 44.4 C17.4 F8.3 89+59 885.6 879.45 C6.1 59.8 14 36.6 C10.2 F7.3 89+43 879.8 879.77 45.4 34.6 F16.1 89+08 873.7 880.47 F6.8 20 52.2 C16.8 F12.9 88+68 881.3 881.27 58.6 45.8 C24.0 88+30 890.9 882.03 C8.9 73.0 25

Computer Networking: A Top-Down Approach (7th Edition)

7th Edition

ISBN:9780133594140

Author:James Kurose, Keith Ross

Publisher:James Kurose, Keith Ross

Chapter1: Computer Networks And The Internet

Section: Chapter Questions

Problem R1RQ: What is the difference between a host and an end system? List several different types of end...

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Question

Compute the volumes of cut and fill between
stations 88+30 to 88+68 using the slope stake
notes in the table on the following page. Use the
average end area equation except for when the
section produces a pyramid. In those situations,
use the equation for a pyramid.
Assume:
Base Widths: cut = 50 ft; fill = 40 ft | Side Slopes: 2:1 | Gradient: -2%
SURFACE
GRADE
STA
L
CL
R
ELEV. (ft)
ELEV. (ft)
C18.1
C10.2
92+00
891.6
874.63
C17.0
61.2
45.4
0 0
0 0
91+52
8575.6
875.59
0.0
25 20
20 25
F6.9
F11.4
91+00
864.5
876.63
F12.1
33.8
42.8
F8.2
F10.1
90+50
867.3
877.63
F10.3
36.4
40.2
F12.8
90+05
875.3
878.53
F3.2
20
45.6
C16.3
F12.2
89+73
879.2
879.17
57.6
44.4
C17.4
F8.3
89+59
885.6
879.45
C6.1
59.8
14
36.6
C10.2
F7.3
89+43
879.8
879.77
45.4
34.6
F16.1
89+08
873.7
880.47
F6.8
20
52.2
C16.8
F12.9
88+68
881.3
881.27
58.6
45.8
C24.0
88+30
890.9
882.03
C8.9
73.0
25

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